DETERMINATION OF THE ORIENTATION ANGLE OF THE MOST PROBABLE SHIFT AREA AT SOIL MASS AND THE DEVELOPMENT PROCESS OF THE PLASTIC DEFORMATIONS IN SMOOTH BASE OF CONTINUOUS FOOTING OF SUBSURFACE
UDK: 624.131
Bogomolov A. N., Shubin M. A., Sinyakov V. N., Kuznetsova S. V., Bogomolova O. A., Ushakov A. N., Prokopenko A. V., Savinov A. V.
Two approaches to the determination of the orientation angle of the most probable shift area at soil mass are considered. It is concluded that there is a need in conducting of this operation based on the analysis of the stress-strain state of the soil. Based on this conclusion, the authors carried out the analysis of the formation and development of the plastic deformation areas in a coherent basis of continuous footing of subsurface. It was determined that this process is gradual and each stage is characterized by one of the critical loads.
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UDK: 624.131.532 Bogomolov A. N., Kuznetsova S. V., Sinyakov V. N., Shubin M. A., Dyba V. P., Skibin G. M., Olyanskiy Y. I., Bogomolova O. A., Ushakov A. N. THE ANALYSIS OF STRESS STATE OF SOIL BODY WHICH ACCOMMODATES UNDERGROUND SPACE OF VARIOUS CONFIGURATIONS Go
UDK: 624.131.439: 624.137.2 Bogomolov A. N., Kuznetsova S. V., Sinyakov V. N., Shubin M. A., Dyba V. P., Skibin G. M., Olyanskiy Y. I., Bogomolova O. A., Ushakov A. N. CALCULATION OF SLOPE STABILITY AND LANDSLIDE PROTECTION STRUCTURES DESIGN Go
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